11-1169-028REINFORCED
1. REINFORCED MASONRY CONSTRUCTION 1•/ 402. LAY UP
MASONRY BOND.
MASONRY 2. O O• TO •# AND SHALL HAVE A MINIMUM PRISM O ► PSI IN
; DAYS IN ACCORDANCE MASONRY O SOLID.
3. USE ` MORTAR r•I r MASONRY UNITS SHALL HAVE 3/8- FULL BEDDING.
MORTAR PROTRUDING r CELL CAVITIES, THAT ARE TO : REINFORCED AND GROUTED, SHALL BE REMOVED.
ALLOW MINIMUM OF 24 HOURS FOR MORTAR TO CURE BEFORE PLACING GROUT.
• ONE OF • O f IN ADVANCE # OPERATIONS AND ONE Tt
TESTED DURING CONSTRUCTION FOR EACH 5000 SO. FT. OF O Or O ASTM E-447.
GROUT 5. O BE USED IN FIU_ED AND HAVE A MINIMUM COMPRESSIVE STRENGTH
OF 3000 PSI IN 28 DAYS IN ACCORDANCE WITH ASTM C1019. GROUT SLUMP SHALL BE BETWEEN 8" AND ll'*.
6. GROUTED CELLS WITH REINFORCING SHALL BE REINFORCED WfTH 17 AT 2'-0- O.C. AT WALL INTERSECTIONS,
EACH SIDE OF OPENINGS IN THE WALL AND AT THE END OF OTHERWISE SHOWN. 1r t' OF
ALL DISCONTINUED.
REINFORCEMENT 7. VERTICAL BE f r US BETWEEN POINTS OF 7- SUPPORT. POINTS OF
SUPPORT, MINIMUM SPLICE LENGTH SHALL BE 48 BAR DIAMETERS UNLESS NOTED OTHERWISE ON THE PLANS. AT
OTHER LOCATIONS, A TENSION SPLICE PER FBC 2007 - 2107.3 SHALL BE PROVIDED.
8. VERTICAL REINFORCEMENT BE r IN POSITION AT TOP AND BOTTOM # AT 1 EXCEEDING
192 BAR DIAMETERS, O REINFORCEMENT SHALL BE FILLED SOLIDLY GROUT. GROUT
BE POURED IN LIFTS OF •! UT SHALL BE CONSOLIDATED AT TIME OF PLACING
VIBRATING AND RECONSOLIDATED LATER BY VIBRATING BEFORE 1
• . GROUTING SHALL BE PERFORMED IN A CONTINUOUS OPERATION r EXCEEDING 1 A MAXIMUM
POUR HEIGHT OF 12 FEET. MINIMUM CELL DIMENSION SHALL BE ACCORDANCE WITH TABLE 5 OF ACI 530.1
O. PROVIDE CLEANOUT OPENINGS FOR EACH GROUTED CELL
11. USE ASTM A-615 GRADE •t REINFORCING STEEL
MORTAR TESTING SHALL FOLLOW R • ! ABSENCE OF SPECIFICATIONS ONE (THREE
SPECIMENS) SHALL BE TESTED IN ACCORDANCE 1 FOR EVERY 5000 SO. FT. OF
13. PROVIDE 9 GAUGE GALVANIZED LADDER TYPE JOINT REINFORCING (DUR-O-WALL) 0 EVERY SECOND COURSE (16-
PROVIDE CRACK CONTROL 1 ON PANELS 1 NGER THAN 30'-OwDISTANCE BETWEEN O
STRUCTURAL
FABRICATION, 1. FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO AISC spEcInCATION FOR THE DESIGN,
r ERECTION OF a FOR BUILDINGS.
2. WELDING SHALL BE DONE BY CERTIFIED WELDERS PER A.W.S. REQUIREMENTS. USE A.W.S. A5.1 OR A5.1 E70XX
SERIES ELECTRODES, UNLESS NOTED OTHERWISE. THE ENGINEER OF RECORD MAY REQUEST NON DESTRUCTIVE
TEST TO VERIFY PROPER WELDS.
WASHERS 3. UNLESS NOTED, SHOP CONNECTIONS SHALL BE WELDED.
4. FIELD CONNECTIONS SHALL BE BOLTED WITH 3/4- DIA. ASTM A-325 BOLTS TYPE N BEARING CONNECTION. USE
f NUTS ON BOLTS. BOLTS
5. FOR MISC. STEEL NOT SHOWN ON THESE DWGS. SEE ARCH. AND MECH. DWGS.
6. ALL STEEL MEMBER CONNECTION DETAILS SHALL BE DESIGNED •• THE MAXIMUM ALLOWABLE MEMBER
UNLESS NOTED OTHERWISE.
7. IN THE ABSENCE OF r •' PAINT ALL NON-GALVANIZED STEEL, WMi RED OXIDE PRIMER.
DRY FILM THICKNESS 2 MILS.
8. PROVIDE 3/4' CAP PLATE AND 2-3/4- DIA. BOLTS DIAGONALLY PLACED CONNECTION FOR ALL BEAMS THAT
.r OVER COLUMNS, OTHERWISE NOTED. PROVIDE r PLATE ON 1!
COLUMN BEAM WEB AT
ANCHOR 9. REFER TO ARCHITECTURAL PLANS FORnREPROOFING OF STRUCTURAL STEEL MEMBERS.
10. ALL BOLT HOLES SHALL BE 1/16- LARGER IN DIAMETER THAN BOLT.
11. ALL RODS SHALL BE ASTM A-36 GRADE A.
COLUMNS 12. ALL W SHAPE BEAMS SHALL BE ASTM A-992, GRADE 50, Fy--50 KSI STEEL PER AISC.
13. ALL HSS r/ GRADE
14. ALL MISCELLANEOUS 7
STEEL JOISTS
1. MANUFACTURER AND ERECT STEEL JOISTS AND BRIDGING PER SPECIFICATIONS OF THE wSTEEL JOIST
2. ALL STEEL ROOF JOISTS AND BRIDGING SHALL BE DESIGNED FOR A NET UPLIFT OF ► PONDING
PER SPECIFICATIONS OF *STEEL 1 IST INSTITU7E". JOISTS LESS THAN 10 FT LONG DESIGNED
FOR A MINIMUM NET UPLIFT OF •1 '
3. 1 EACH SIDE OF 1 TO STEEL BEAM, BEARING PLATE OR SHELF ANGLE WITH 3/16- x 2-
CONTINUE FILLET WELD, MINIMUM.
4. BRIDGING # ALL STRUCTURAL MEMBERS PARALLEL TO JOISTS. PROVIDE OF 1
PER SAI REQUIREMENTS, OTHERWISE # 1 ALL BRIDGING TO TOP AND BOTTOM
OF ADJACENT JOISTS AND BEAMS. WELD CROSS-BRIDGING AT INTERSECTIONS.
5. EXTEND LOWER JOIST CHORD AT ALL COLUMNS/BEAMS AND FIELD-WELD W/ 1/8" x 2" MINIMUM WELD.
6. #.r DRAWINGS / MANUFACTURER'S LITERATURE SHALL IDENTIFY THE SPECIFIC PROJECT, SHALL LIST ALL
DESIGN - 7• IA, SHALL SHOW ALL JOIST • 1 r• O r SHOW ALL DETAILS NECESSARY FOR •
PROPER ERECTION. •• DRAWINGS SHALL BEAR THE SIGNATURE AND IMPRESSED SEAL OF
APPROVAL ENGINEER WHO PREPARED THEM. SHOP DRAWINGS SHALL BE SUBMITTED TO 'ME ENGINEER OF RECORD FOR
STEEL ROOF DECK
1. STEEL 1 FORMED OF ► GAGE STEEL SHEETS, MIN. YIELD STRENGTH
100 PSI, WITH PROTECTIVE COATING OF ZINC CONFORMING 1 ASTM A-525.
2. THE DECK OF r•O. . UNIFORMLY DISTRIBUTED TOTAL O•r OF •t r
3. THE DECK SHALL BE DESIGNED AND MANUFACTURED IN ACCORDANCE P • 1' DESIGN
OF 1 I #' 1 STEEL AND CONFORM TO THE STEEL DECK
RECOMMENDED O
FOOT. 4. STEEL DECK SHALL BE DETAILED TO PROVIDE DIAPHRAGM ACTION FOR A SHEAR FORCE OF 0.64 KIPS PER
5. DECK UNITS SHALL BE ERECTED r ANCHORED IN ACCORDANCE MANUFACTURER'S SPECIFICATIONS
ERECTION AND DRAWINGS.
f. O• DRAWINGS SHALL IDENTIFY PROJECT, DESIGN CRITER r SHALL SHOW
ALL DETAILS NECESSARY FOR PROPER ERECTION. O. DRAWINGS SUBMITTED TO ENGINEER
OFRECORD FOR APPROVAL
REINFORCED MASONRY
1. THE D 7 DMW OF 1 ON DRAWINGS AND INCLUDES ALL COLD
FORMED FRAMING 22 GAGE AND HEAVIER. IT INCWDES, NOT i TO, INSTALLATION OF ROOF 1
FLOOR JOISTS, STUDS, r RUNNER TRACKS COMPLETE CUPS, BRIDGING, r
REQUIRED FOR A COMPLETE FRAMING PACKAGE.
2. PRODUCT DATA: FOR INFORMATION ONLY, SUBMIT COPIES OF MANUFACTURER'S LITERATURE INDICATING THE
COMPONENTS / BE #
MEMBERS 3. MATERIALS: ALL r / FORMED FROM GALVANIZED STRUCTURAL QUALITY
MEETING THE REQUIREMENTS OF ASTM A-653 GRADE 33, MINIMUM YIELD OF 33,000 PSI FOR 18 GAGE AND
LIGHTER. AND MEETING THE REQUIREMENTS OF r / r MINIMUM YIELD # 1111 PSI FOR
GAGE AND LIGHTER.
SECURE A. r TO THE TRACKS WITH APPROVED CONNECTIONS. BRIDGING i 1 ON
DRAWINGS.
B DO NOT SPLICE ANY FRAMING MEMBER EXCEPT AS SHOWN ON THE DRAWINGS OR WITH THE APPROVAL OF AZIJ
ARCHITECT/ENGINEER.
C. DO NOT CUT HOLES FOR OTHER TRADES, EXCEPT WITH THE APPROVAL OF THE ARCHITECT/ENGINEER.
REINFORCE AROUND ALL SUCH HOLES AS REQUIRED TO TRANSFER THE LOADS.
D. FRAME WALL OPENINGS LARGER t WITH A MINIMUM OF r STUDS OR JOISTS. PROVIDE
STUDS r ER ENDS O f• • 1 BEARING APPUCOONS.
4. CONNECTIONS:
LATEST EDITION UTILIZING E70XX ELECTRODES.
A. WELDS: WELDING SHALL BE IN CONFORMANCE WITH AWS D THE ENGINEER OF RECORD REQUEST DESTRUCTIVE TO PROPER WELDS.
B. SCREWS: SELF DRILLING AND SELF TAPPING, CADMIUM PLATED FOR ALL EXTERIOR USES, OF THE SIZE
REQUIRED FOR LOADINGS.
POWER C. Or
7 # AND SPACING AS REQUIRED
APPROPRIATE CHARGE AS Or ACTUAL USE.
D. CRIMPING AND POP-RIVIETTING: USE ONLY W" THE APPROVAL OF THE ARCHfTECT/ENGINEER.
E. WIRE TYING: NOT PERMITTED.
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SPLICE LENGTH (In.)
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